244587RevisedPlans07082025 (1) Original Bid Document (1).pdf

PDF 5 MB Posted Aug 6, 2025

Attached to: RFP Bid Posting - Delta County
Solicitation number: RFP-DTA-250000002890-1
Issued by: Delta County, Edmore Village, Michigan

About this file

Written by GovTribe AI · Aug 7, 2025

This is a comprehensive set of architectural and construction drawings for a Restroom/Shower Facility project at the U.P. State Fairgrounds in Escanaba, Michigan, developed by Delta County as the grantee and Dynamic Design Group, Inc. as the prime professional. The project involves construction of a new 784 square foot building containing men's and women's restrooms, shower rooms, a family room, and maintenance room, designed to serve 467 total campsites within the fairgrounds. The facility will include various plumbing fixtures, electrical systems, mechanical ventilation, concrete foundations, CMU wall construction, and asphalt shingle roofing. The drawings are dated for construction review as of June 2, 2025, with revisions through July 8, 2025, and include detailed specifications for utilities, site work, structural elements, and accessibility compliance per ADA requirements.

The project is funded through Grant Number TF19-0109 and includes coordination with local utility providers including Escanaba Electric Department, Escanaba Wastewater Department, and Escanaba Water Department for new service connections. The construction documents specify that the contractor must obtain all necessary permits, coordinate with "Miss Dig" for utility location services, and provide all materials and labor for complete installation. The project includes extensive site work such as concrete sidewalks, landscaping with shrubs and mulch beds, fencing, and utility connections for water, sanitary sewer, electrical, and gas services. All work must comply with 2021 Michigan Building Code, Michigan Mechanical Code, Michigan Plumbing Code, and 2023 National Electric Code requirements.

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File	Type	Posted
244587RevisedPlans07082025 (1) Original Bid Document.pdf	PDF	Aug 6, 2025
244587RevisedSpecs07172025 Original Bid Document (1).pdf	PDF	Aug 6, 2025
24-4587_2025-07-24_DDGi ADDENDUM01-1.pdf	PDF	Aug 6, 2025
244587RevisedPlans07082025 - Addendum 1.pdf	PDF	Aug 6, 2025
244587RevisedSpecs07172025 Original Bid Document.pdf	PDF	Aug 6, 2025
24-4587_2025-07-31_DDGi ADDENDUM02.pdf	PDF	Aug 6, 2025

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BUILDING CODE DATA:

Chapter Section / Table Allowable Actual Remarks

3 USE AND OCCUPANCY CLASSIFICATION

Occupancy B

5 GENERAL BUILDING HEIGHTS AND AREAS

5 Table 504.3 Allowable Bldg.

Ht. in ft. Above Grade Plane 40' <40'

5 Table 504.4 Allowable No.

Stories Above Grade Plane 2 1

5 Table 506.2 Allowable Area Factor 9000 SF <9000 SF

6 TYPES OF CONSTRUCTION

6 Section 602 Construction Classification VB

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Dynamic Design *URXS� inc�

Engineers Architects Project Managers

Dynamic Design Group, inc.

P.O. Box 1064 900 1st Ave. So., Ste. A Escanaba, MI ph.: 906.786.3300 fax: 906.233.7391 email: gen@ddgi-ddm.com www.ddgi-ddm.com

PROJECT TITLE:

OWNER:

DESIGNER:

G0.1

RESTROOM/SHOWER FACILITY

ESCANABA, MI

U.P. STATE FAIRGROUNDS

ESCANABA, MI 49829

1001 N. LINCOLN ROAD

U.P. STATE FAIRGROUNDS

FOR REVIEW FOR CONSTRUCTION

SET DATE: 06-02-2025

JOB NO.: 24-4587

THREE FULL WORKING DAYS

BEFORE YOU DIG, CALL THE

"MISS DIG" SYSTEM AT

1-(800)-482-7171 OR 811

LOCATION MAPS

SHT. NO. TITLE SHEET SHEET ISSUE DATE

G0.1 TITLE SHEET 07-08-2025

G0.2 ABBREVIATIONS AND GENERAL NOTES 06-02-2025

G0.3 BARRIER FREE AND STANDARD DETAILS 06-02-2025

C1.0 SURVEY 06-02-2025

C1.1 SITE LOGISTICS PLAN AND SOIL EROSION INFORMATION 06-02-2025

C1.2 EXTG SITE/UTILITY/DEMO PLAN AND EXTG GRADE/CONTOURS PLAN 06-26-2025

C2.0 PROPOSED SITE/UTILITY PLANS AND PROPOSED GRADES PLAN 07-08-2025

C2.1 CAMPGROUND MAP AND PROPOSED BOUNDARY MAP AND 06-26-2025

EXISTING BOUNDARY MAP AND EXISTING BOUNDARY SURVEY

C3.0 CIVIL DETAILS 06-02-2025

A1.0 FLOOR PLANS AND EXTERIOR ELEVATIONS 06-26-2025

A1.1 BUILDING AND WALL SECTIONS 06-02-2025

A1.2 DOOR AND FINISH SCHEDULE AND DETAILS 06-02-2025

S1.0 FOUNDATION PLAN AND DETAILS 06-26-2025

S1.1 CONCRETE SLAB PLAN, ROOF FRAMING PLAN, AND DETAILS 06-26-2025

P0.1 PLUMBING NOTES, ABBREVIATIONS, SYMBOLS, & SPECIFICATIONS 05-28-2025

P0.2 PLUMBING SPECIFICATIONS 05-28-2025

P2.1 PLUMBING UNDERGROUND WASTE AND VENTING PLAN, ABOVE 05-28-2025

GROUND WASTE AND VENTING PLAN, AND DOMESTIC PIPING PLAN

P6.1 PLUMBING FIXTURE SCHEDULE 05-28-2025

P9.1 WASTE AND VENT ISOMETRIC AND DOMESTIC WATER ISOMETRIC 05-28-2025

M0.1 MECHANICAL NOTES, ABBREVIATIONS, AND SYMBOLS 05-28-2025

M0.2 MECHANICAL SPECIFICATIONS 05-28-2025

M2.1 MECHANICAL VENTILATION PLAN, DETAILS, AND SCHEDULES 05-28-2025

E0.1 ELECTRICAL NOTES, ABBREVIATIONS, SYMBOLS, & SPECIFICATIONS 05-28-2025

E2.1 ELECTRICAL POWER/MECHANICAL PLAN AND LIGHTING PLAN 05-28-2025

E5.1 ELECTRICAL SCHEDULE, PANEL, AND DETAILS 05-28-2025

SHEET INDEX

O M

/S H

O W

N O

-2

.P . S

R G

R O

U N

D S

A, M

F O

R C

O N

U C

CODES REFERENCED:

· 2021 MICHIGAN BUILDING CODE

· 2021 MICHIGAN MECHANICAL CODE

· 2021 MICHIGAN PLUMBING CODE

· 2023 NATIONAL ELECTRIC CODE (NEC)

· 2017 ICC/ANSI A117.1 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

· 2021 MICHIGAN COMMERCIAL ENERGY CODE

BUILDING DATA:

AREA:

NEW = 784 SF

BUILDING AND CODE DATA

14TH AVENUE NORTH

N O

C O

N O

D S

13TH AVENUE NORTH

12TH AVENUE NORTH

DELTA COUNTY

PROJECT LOCATION ADDRESS:

U.P. STATE FAIRGROUNDS

2401 12TH AVENUE NORTH

ESCANABA, MI 49829

OCCUPANCY CALCULATIONS FOR FIXTURE COUNTS

101 CAMPSITES IN NORTH AREA

467 TOTAL CAMPSITES WITHIN THE UPPER PENINSULA STATE FAIRGROUNDS

FIXTURE REQUIREMENTS PER MICHIGAN DEPARTMENT OF ENVIRONMENT,

GREAT LAKES, AND ENERGY (EGLE)

FIXTURES PROVIDED ON THE GROUNDS AND INCLUDING THIS BUILDING

SERVICE SINK = 1, TO ALLOW CLEANING OF THE FACILITY.

THE FAIRGROUNDS HAS MORE THAN ADEQUATE FIXTURE COUNTS.

NUMBER OF

CAMPSITES

WATERCLOSETS URINALS

(MEN)

LAVATORIES

SHOWERS (UNISEX)

MEN WOMEN MEN WOMEN

461-490 16 17 6 17 17 467 SITES / 30 SITES

= 16

NUMBER OF

CAMPSITES

WATERCLOSETS URINALS

(MEN)

LAVATORIES

SHOWERS (UNISEX)

MEN WOMEN MEN WOMEN

467 - TOTAL FAIR

GROUNDS 80 25 61 26

GRANT NUMBER: TF19-0109

PROJECT GRANT NO.: TF19-0109

PROJECT ADDRESS: U.P. STATE FAIRGROUNDS

1001 N. LINCOLN ROAD

ESCANABA, MI

GRANTEE INFORMATION:

APPLICANT: DELTA COUNTY

ADDRESS: 310 LUDINGTON STREET

ESCANABA, MI 49829

AUTHORIZED REPRESENTATIVE: ASHLEIGH YOUNG

TELEPHONE: (906) 789-5100

EMAIL: AYOUNG@DELTACOUNTYMI.ORG

PRIME PROFESSIONAL:

COMPANY: DYNAMIC DESIGN GROUP, INC

ADDRESS: 900 1ST AVE, SO SUITE A

ESCANABA, MI 49829

CONTACT: DAN BLOCK, P.E.

TELEPHONE: (906) 786-3300

EMAIL: DAN@DDGI-DDM.COM

TRUE

NORTH

06-02-2025

REVISION 1 MODIFICATIONS

SHEET G0.1

· ADDITION OF SHEET C2.1

SHEET C1.2

· UTILITY POLE WITH A LIGHT ADDED TO CIVIL KEY - EXISTING

· ASPHALT DEMOLITION MODIFIED

· UTILITY POLES OR LIGHT POLES CHANGED TO REFLECT A UTILITY POLE WITH A LIGHT

SHEET C2.0

· UTILITY POLE WITH A LIGHT ADDED TO CIVIL KEY - NEW

· UTILITY POLES OR LIGHT POLES CHANGED TO REFLECT A UTILITY POLE WITH A LIGHT

· CONCRETE ON WEST SIDE OF BUILDING REMOVED, BESIDES THE SIDEWALK

· ADDITION OF GRASS TO THE WEST OF THE BUILDING

· ADDITION OF SOUTH CONCRETE SIDEWALK

· SIDEWALK ALL AROUND BUILDING INCREASED FROM 5 FEET WIDE TO 6 FEET WIDE

· NEW FENCE LENGTH MODIFIED

· LANDSCAPING MODIFIED TO INCLUDE A MULCH BED FOR THE SHRUBS TO BE PLANTED

IN TO THE SOUTH OF THE BUILDING

· REMOVAL OF SHRUBS TO THE NORTH OF THE BUILDING

· GRADING PLAN UPDATED TO REFLECT INCREASE IN SIDEWALK WIDTH

· ADDITION OF NOTE REGARDING US-41 SIGNAGE

SHEET C2.1

· ADDITION OF CAMPGROUND MAP AND PROPOSED BOUNDARY MAP

· ADDITION OF EXISTING BOUNDARY MAP AND EXISTING BOUNDARY SURVEY

SHEET A1.0

· FLOOR PLAN MODIFIED TO MEET NEW ADA REQUIREMENTS. THE ADA STALLS IN THE

MEN AND WOMEN'S RESTROOMS WERE ENLARGED BY 4" AND THE FAMILY ROOM AND

SHOWER ROOMS WERE REDUCED BY 4". THE MEN AND WOMEN'S RESTROOM DOORS

WERE SHIFTED TO MEET THE ADA DOOR PULL REQUIREMENT.

· EXTERIOR EAST ELEVATION WAS MODIFIED TO REFLECT THE SHIFT IN THE MEN AND

WOMEN'S RESTROOM DOORS

SHEET S1.0

· EAST DOOR OPENING LOCATIONS WERE SHIFTED TO REFLECT THE CHANGE IN THE

FLOOR PLAN.

SHEET S1.1

· FLOOR DRAIN LOCATIONS IN THE MEN AND WOMEN'S RESTROOMS, SHOWER ROOMS,

AND FAMILY ROOM WERE SHIFTED TO REFLECT THE CHANGE IN THE FLOOR PLAN

· CONTROL JOINTS WERE SHIFTED TO REFLECT THE CHANGE IN THE FLOOR PLAN

REVISED SET DATE: 07-08-2025

REVISION 2 MODIFICATIONS

SHEET C2.0

· NEW LANDSCAPING LEGEND/KEY MODIFICATION

· ADDITION OF A LANDSCAPING NOTE

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ABBREVIATIONS

1. GENERAL

1.1. THE WORD "CONTRACTOR" MEANS, THE PRIME

CONTRACTOR OR THE CONTRACTOR SCHEDULED TO

PERFORM THE WORK.

1.2. CONTRACTOR AND ALL SUBCONTRACTORS SHALL

FAMILIARIZE HIMSELF WITH THE ENTIRE SET OF

CONSTRUCTION DOCUMENTS AND MAKE HIMSELF AWARE

OF OTHER DISCIPLINES WORK THAT MAY AFFECT HIS.

1.3. CONTRACTOR AND ALL SUBCONTRACTORS SHALL VISIT THE

BUILDING SITE AND MAKE HIMSELF AWARE OF CONDITIONS

THAT MAY AFFECT HIS WORK.

1.4. CONTRACTOR IS RESPONSIBLE FOR AND SHALL INCLUDE

PROVISIONS IN HIS BID FOR COORDINATING WORK

BETWEEN OTHER TRADES.

1.5. CONTRACTOR AND ALL SUBCONTRACTORS SHALL

COMPLETELY REVIEW EVERY DRAWING AND SPECIFICATION

TO HAVE A COMPLETE UNDERSTANDING OF THE ENTIRE

PROJECT AND THE WORK THAT MAY BE AFFECTED BY HIS

WORK AND THE WORK OF OTHER DISCIPLINES THAT MAY

AFFECT HIS WORK.

1.6. DO NOT SCALE DRAWINGS. USE DIMENSIONS AND

ELEVATIONS PROVIDED. IF DIMENSIONS AND ELEVATIONS

ARE IN QUESTION, CONTRACTOR SHALL CONTACT THE

OFFICE OF THE ENGINEER BEFORE CONTINUING WITH

WORK.

1.7. EACH CONTRACTOR SHALL VERIFY ALL CONDITIONS AND

DIMENSIONS AND ELEVATIONS AT THE SITE. NEITHER THE

OWNER NOR DYNAMIC DESIGN GROUP, INC. ASSUMES

RESPONSIBILITY FOR CONDITIONS OR DIMENSIONS THAT

ARE EXISTING OR SHOWN AS EXISTING. IF EXISTING ITEMS

ARE DIMENSIONED - DIMENSIONS ARE FOR BIDDING

PURPOSES ONLY AND SHALL BE VERIFIED BY CONTRACTOR.

1.8. ALL HOLES FOR PLUMBING, ELECTRICAL, OR HVAC;

CONDUITS, PIPING, DUCTWORK ARE TO BE REPAIRED BY

THE ASSOCIATED TRADE. ALL TRADES SHALL TAKE CARE

TO MAKE HOLES ONLY AS LARGE AS REQUIRED, ALL HOLES

SHALL BE NEATLY CUT.

1.9. HOLES IN WALLS OR FLOORS SHALL BE PROPERLY SEALED.

1.10. FIELD VERIFY ALL DOOR AND WINDOW ROUGH OPENING

SIZES PRIOR TO ORDERING OR INSTALLATION.

1.11. WHEN CONTRADICTIONS OCCUR BETWEEN THE PLANS AND

THE SPECIFICATIONS AND/OR ERRORS ARE FOUND IN

EITHER, THE CONTRACTOR SHALL OBTAIN CLARIFICATION

FROM THE OFFICE OF THE ENGINEER BEFORE CONTINUING

WITH CONSTRUCTION.

1.12. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE

PLANS, THE CURRENT MICHIGAN BUILDING CODES, ALL

LOCAL ORDINANCES AND NORMAL INDUSTRY STANDARDS.

1.13. CONTRACTOR IS TO OBTAIN AND PAY FOR PERMITS,

LICENSES, FEES, INSPECTIONS, ETC. AS MAY BE REQUIRED

FOR HIS CONTRACTED WORK, FOR COMPLETION OF HIS

OWN PORTION OF THE PROJECT.

1.14. CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS

DIG" PRIOR TO PERFORMING ANY EXCAVATION.

1.15. CONTRACTOR SHALL REMOVE ALL CONSTRUCTION RUBBISH

AND DEMOLISHED MATERIALS GENERATED UNDER HIS

CONTRACTED PORTION OF THE WORK, FROM THE SITE ON

A WEEKLY BASIS AND AT THE END OF THE JOB AND SHALL

DISPOSE OF APPROPRIATELY. THE ENTIRE PROJECT SHALL

BE LEFT BROOM CLEAN.

1.16. CONTRACTOR SHALL FOLLOW "OCCUPATIONAL SAFETY AND

HEALTH ACT" REQUIREMENTS ISSUED BY THE STATE AND

LOCAL LAWS, RULES AND REGULATIONS AS THEY APPLY.

1.17. ALL MATERIALS AND EQUIPMENT INCORPORATED INTO THE

WORK SHALL BE NEW, UNLESS OTHERWISE APPROVED BY

THE OWNER AND ENGINEER.

1.18. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ERECTION

AND MAINTENANCE OF ALL BARRICADES, GUARDRAILS,

LIGHTS AND SIGNS NECESSARY FOR PUBLIC SAFETY.

1.19. CONTRACTOR SHALL PROVIDE PROTECTION AGAINST RAIN,

WIND, STORMS, COLD OR HEAT SO AS TO MAINTAIN ALL

WORK, MATERIALS, APPARATUS, EQUIPMENT AND

FIXTURES UNDER HIS CONTRACT, INCORPORATED IN THE

WORK OR STORED ON SITE FREE FROM INJURY OR

DAMAGE. COVER ALL NEW WORK LIKELY TO BE DAMAGED

ON A DAILY BASIS. ITEMS WHICH REQUIRE DRY STORAGE

SHALL BE STORED IN A DRY BUILDING AND NOT UNDER

TARPS.

1.20. PROVIDE LINTELS/HEADERS AS REQUIRED FOR ALL

MECHANICAL DUCTWORK, LOUVERS, DOORS, OPENINGS,

ETC. WHETHER SPECIFICALLY CALLED OUT ON PLANS OR

NOT.

1.21. CONTRACTOR SHALL PERFORM SHOP DRAWING REVIEW IN

COMPLETE DETAIL PRIOR TO SENDING THE SHOP

DRAWINGS TO THE ENGINEER. IF CONTRACTOR FINDS

SIGNIFICANT REVISIONS, CONTRACTOR SHALL SEND BACK

TO THE SUPPLIER FOR REVISION. CONTRACTOR SHALL

ONLY SEND FINAL, CONTRACTOR APPROVED SHOP

DRAWINGS TO THE ENGINEER.

1.22. CONTRACTOR SHALL PROVIDE AS-BUILTS OF ALL WORK

AND DISCIPLINES AT THE END OF THE PROJECT BEFORE

FINAL PAYMENT IS AUTHORIZED.

1.23. CONTRACTOR SHALL PROVIDE AT LEAST ONE PORTABLE

TOILET TO BE USED/SHARED BY ALL WORKERS ON THE

JOBSITE.

1.24. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PLOWING

AND SNOW REMOVAL ON THE JOB SITE DURING THE

WINTER MONTHS (IF APPLICABLE).

2. CIVIL

2.1. CONTRACTOR IS RESPONSIBLE FOR PERFORMING

STANDARD MEASURES FOR SOIL EROSION AND SEDIMENT

CONTROL AS REQUIRED BY CODE AND LOCAL ORDINANCES

PRIOR TO PERFORMING ANY SITE WORK.

2.2. IT IS ENCOURAGED THAT THE CONTRACTOR VERIFIES ALL

GRADES WITH A SURVEYOR PRIOR TO POURING CONCRETE

OR LAYING ASPHALT.

2.3. SOIL SHALL BE GRADED TO PROVIDE DRAINAGE AWAY

FROM THE BUILDING. MAINTAIN THE GRADE LEVELS SHOWN

ON THE PLANS AROUND THE BUILDING PERIMETER AND/OR

AS REQUIRED BY THE CURRENT APPLICABLE CODE.

2.4. ALL CONCRETE SLABS ON GRADE AND PAVING SHALL BE

PLACED ON WELL COMPACTED UNDISTURBED VIRGIN SOIL

OR APPROVED STRUCTURAL FILL AND IT SHALL BE 95%

PROCTOR DENSITY OR BETTER.

2.5. CONTRACTOR IS RESPONSIBLE FOR ALL STAKE OUT

NECESSARY TO COMPLETE THE WORK.

2.6. ALL EXISTING NATIVE MATERIAL AND/OR APPROVED

SUBBASE SHALL BE AGGRESSIVELY COMPACTED PRIOR TO

INSTALLING COMPACTED FILL OVER IT TO PREVENT

SETTLING DURING THE INSTALLATION OF THE COMPACTED

FILL OR SETTLING DURING INSTALLATION OF PAVING,

CONCRETE, ETC. CONTRACTOR'S INSTALLATION OF FILL,

PAVING, CONCRETE, ETC. OVER THE NATIVE MATERIAL OR

SUBBASE IS CONTRACTORS ACCEPTANCE/APPROVAL OF

THE NATIVE MATERIAL OR SUBBASE. ALL SETTLING OF

ASPHALT, CONCRETE, ETC. THAT IS DUE TO FAULTY NATIVE

MATERIAL AND/OR SUBBASE SHALL BE REPAIRED BY THE

CONTRACTOR.

3. CIVIL/STRUCTURAL

3.1. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE SOIL

CONDITIONS DESCRIBED IN THE DRAWINGS,

SPECIFICATIONS (IF PROVIDED) OR THE GEOTECHNICAL

REPORT/SOIL BORINGS (IF PROVIDED).

3.2. THE OWNER IS ENCOURAGED TO OBTAIN A GEOTECHNICAL

REPORT/SOIL BORINGS. IF NO GEOTECHNICAL

REPORT/SOIL BORINGS ARE PROVIDED 2000 PSF SOIL

BEARING CAPACITY IS PRESUMED. IF SOILS OTHER THAN

SANDY, SANDY GRAVEL, GRAVEL OR (SW, SP, SM, SC, GM or

GC) AS DEFINED BY THE 2009 MICHIGAN BUILDING CODE,

ARE ENCOUNTERED NOTIFY THE OFFICE OF THE ENGINEER.

3.3. FILL SHALL BE A GRANULAR MATERIAL, FREE FROM DEBRIS

AND STONES OVER 4" DIAMETER AND REASONABLY

GRADED.

4. STRUCTURAL - GENERAL

4.1. DESIGN LOADS

4.1.1. RISK CATEGORY = II

4.1.2. SNOW LOADS: ASCE 7-10

GROUND SNOW LOAD, Pg = 60 PSF ROOF SNOW LOAD, Pf = 46.2 PSF

DRIFT, SLIDING & UNBALANCED LOADS APPLY

EXPOSURE FACTOR, Ce = 1.0 THERMAL FACTOR, Ct = 1.1

IMPORTANCE FACTOR, I = 1.0

4.1.3. WIND LOADS: ASCE 7-10

BASIC WIND SPEED = 115 MPH

BASED UPON RISK CATEGORY

IMPORTANCE FACTOR, I = 1.0

EXPOSURE = B

EXPOSURE FACTOR, Ce = 1.0

4.2. ROOF TRUSS LOADS

4.2.1. ROOF TOP CHORD DEAD LOAD = 10 PSF

4.2.2. ROOF BOTTOM CHORD DEAD LOAD = 10 PSF

5. STRUCTURAL - FOUNDATIONS

5.1. ALL FOUNDATIONS AND CONCRETE SLABS ON GRADE SHALL

BE PLACED ON WELL COMPACTED UNDISTURBED VIRGIN

SOIL OR APPROVED STRUCTURAL FILL AND IT SHALL BE 95%

PROCTOR DENSITY OR BETTER. REFER TO SPECIFICATIONS.

5.2. THE BOTTOM OF ALL FOOTINGS SHALL BE PLACED AT THE

REQUIRED FROST DEPTH (OR DEEPER), BASED UPON THE

GOVERNING CODE AND/OR LOCAL REQUIREMENTS,

WHETHER SPECIFICALLY SHOWN ON THE PLANS OR NOT. IF

THERE IS A DISCREPANCY BETWEEN THE PLANS AND THE

CODE REQUIREMENTS, THE CONTRACTOR SHALL

CONSTRUCT THE FOUNDATIONS PER THE CODE.

CONTRACTOR SHALL COMMUNICATE ALL DISCREPANCIES

WITH THE ENGINEER.

5.3. NO FOUNDATIONS SHALL BE PLACED ON FROZEN SOIL.

5.4. PROTECT IN-PLACE FOUNDATIONS AND SLABS ON GRADE

FROM FROST PENETRATIONS UNTIL PROJECT IS COMPLETE.

5.5. CONTRACTOR SHALL EMPLOY MEANS OF CONTROLLING

SURFACE AND SUBSURFACE GROUND WATER SO ALL

FOUNDATION WORK IS INSTALLED ON DRY SUBGRADE.

6. STRUCTURAL - CONCRETE

6.1. CONCRETE WORK SHALL CONFORM TO THE LATEST

STANDARDS OF THE ACI-318 CODE.

6.2. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE

STRENGTH OF:

6.2.1. SLABS-ON-GRADE (EXTERIOR) = 4000 PSI

6.2.2. SLABS-ON-GRADE (INTERIOR) = 4000 PSI

6.2.3. FOOTINGS = 3000 PSI

6.2.4. FOUNDATION WALLS & PIERS = 3500 PSI

6.3. ALL EXPOSED EXTERIOR CONCRETE SHALL BE

AIR-ENTRAINED.

6.4. ALL INTERIOR CONCRETE SLABS SHALL HAVE A 10 mil POLY

VAPOR BARRIER (MIN) BELOW THE SLAB.

6.5. PLACE EXPANSION JOINTS AS SHOWN ON DRAWINGS.

6.6. CUT SLAB CONTROL JOINTS WITH A DEPTH OF 1/3 OF SLAB

THICKNESS IN LOCATIONS SHOWN ON DRAWINGS. IF

LOCATIONS ARE NOT INDICATED ON DRAWINGS LOCATE

CONTROL JOINTS AT THE FOLLOWING SPACING:

CONTROL JOINT SPACING = MAXIMUM OF 36 TIMES THE

CONCRETE THICKNESS. LENGTH OF SLAB SHALL NOT

EXCEED 1 1/2 TIMES THE WIDTH.

7. STRUCTURAL - REINFORCEMENT

7.1. STEEL REINFORCING BARS SHALL CONFORM TO ASTM A615

- GRADE 60 (60,000 PSI)

7.2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185

7.3. CLEARANCES (COVER) FOR REINFORCEMENT, UNLESS

NOTED OTHERWISE, SHALL BE:

7.3.1. CONCRETE PLACED ON EARTH OR CAST AGAINST EARTH

SHALL BE A MINIMUM OF = 3"

7.3.2. ALL OTHERS:

7.3.2.1.1. NO. 5 BAR AND LESS = 1 1/2"

7.3.2.1.2. NO. 6 BAR AND LARGER = 2"

7.4. LAP SPLICE BAR LENGTH = 48 X BAR DIA. UNLESS NOTED

OTHERWISE

8. STRUCTURAL - WOOD FRAMING

8.1. ALL LUMBER, UNLESS NOTED OTHERWISE, SHALL BE S4S #2

SPF OR BETTER.

8.2. DO NOT NOTCH, CUT OR BORE HOLES (LARGER THAN 3/4") IN

WOOD MEMBERS.

8.3. PLYWOOD SHALL BE LAID WITH FACE GRAIN

PERPENDICULAR TO SUPPORTS.

8.4. STAGGER PLYWOOD (OSB) JOINTS.

8.5. NAILING SHALL BE PER THE NAILING SCHEDULE OF THE

MOST CURRENT APPLICABLE CODE, UNLESS NOTED

OTHERWISE.

8.6. PRESSURE TREATED LUMBER SHALL BE TREATED WITH

CHROMATED COPPER ARSENATE TO A RETENTION LEVEL

OF .60 LBS. PER CUBIC FOOT.

8.7. PROVIDE PRESSURE TREATED LUMBER AT THE FOLLOWING

LOCATIONS:

8.7.1. WOOD EMBEDDED IN THE GROUND.

8.7.2. WOOD COMPONENTS IN CONTACT WITH CONCRETE OR

MASONRY.

8.8. ALL METALS AND/OR FASTENERS IN CONTACT WITH

PRESSURE TREATED WOOD SHALL BE TREATED AS

REQUIRED FOR THE TYPE OF WOOD TREATMENT USED

(GALVANIZED AND/OR STAINLESS STEEL) TO PREVENT

ACCELERATED CORROSION.

8.9. ALL MANUFACTURED TRUSSES AND/OR ENGINEERED WOOD

PRODUCTS SHALL HAVE SHOP DRAWINGS SUBMITTED TO

THE OFFICE OF THE ENGINEER FOR REVIEW AND

APPROVAL. DRAWINGS SHALL SHOW SIZE, SPECIES AND

GRADE OF LUMBER, SIZE AND LOCATION OF CONNECTORS

AND BE SEALED BY AN ENGINEER REGISTERED IN THE

STATE OF MICHIGAN. TRUSS MANUFACTURER SHALL

DESIGN/SUPPLY ALL MECHANICAL CONNECTIONS (UNLESS

NOTED OTHERWISE) TO PROVIDE A COMPLETE ROOF

FRAMING ASSEMBLY. TRUSS MANUFACTURER SHALL

DESIGN/SUPPLY ALL BEARING ENHANCERS, AS REQUIRED.

TRUSS MANUFACTURER SHALL DESIGN THE TRUSSES PER

THE CURRENT CODE REQUIREMENTS, WHETHER

SPECIFICALLY STATED IN THESE PLANS OR NOT. IF

CONTRADICTIONS EXIST IN RELATION TO THE CODE DESIGN

REQUIREMENTS, TRUSS SUPPLIER SHALL UTILIZE THE

CURRENT CODE REQUIREMENTS AND CONTACT THE

ENGINEER TO REPORT THE CONTRADICTION, PRIOR TO THE

BID DUE DATE (IF APPLICABLE) AND/OR BEFORE TRUSSES

ARE FABRICATED. CONTRACTOR SHALL VERIFY ALL

AS-BUILT DIMENSIONS PRIOR TO ORDERING TRUSSES

AND/OR ENGINEERED WOOD PRODUCTS.

9. ARCHITECTURAL

9.1. EXTERIOR DIMENSIONS ARE TO THE OUTSIDE FACE OF THE

NEW FRAMING OR MASONRY OR CONCRETE. INTERIOR

DIMENSIONS ARE TO THE FACE OF THE NEW FRAMING OR

MASONRY OR CONCRETE.

9.2. ALL INTERIOR AND EXTERIOR SURFACES EXPOSED TO VIEW

AND NOT RECEIVING A FINISHED MATERIAL, UNLESS

OTHERWISE INDICATED, SHALL BE FINISHED (PAINTED OR

STAINED).

9.3. WHERE APPLICABLE, PAINT ELECTRIC SERVICE PIPING,

WATER SERVICE PIPING AND GAS METER AT EXTERIOR TO

MATCH ADJACENT FINISH MATERIAL.

9.4. PRODUCTS NOT TO BE FINISHED (PAINTED OR STAINED),

UNLESS OTHERWISE NOTED:

9.4.13. ITEMS SPECIFIED OR PROVIDED WITH FACTORY FINISH;

MATERIALS AND PRODUCTS HAVING FACTORY-APPLIED

PRIMERS ARE NOT CONSIDERED FACTORY FINISHED.

9.4.14. ITEMS INDICATED TO RECEIVE OTHER FINISHES.

9.4.15. ITEMS INDICATED TO REMAIN UNFINISHED.

9.4.16. MARBLE, GRANITE, SLATE, AND OTHER NATURAL

STONES.

9.4.17. BRICK, CONCRETE, CAST STONE, INTEGRALLY COLORED

PLASTER.

9.4.18. GLASS.

9.4.19. CONCRETE OR MASONRY IN UTILITY, MECHANICAL, AND

ELECTRICAL SPACES.

9.4.20. STAINLESS STEEL, ANODIZED ALUMINUM, BRONZE, AND

LEAD.

9.4.21. EQUIPMENT NAMEPLATES, FIRE RATING LABELS, AND

OPERATING PARTS OF EQUIPMENT.

9.4.22. ACOUSTICAL MATERIALS.

9.4.23. CONCEALED PIPES, DUCTS, AND CONDUITS.

9.4.24. EXTERIOR DECK HANGERS OR FASTENERS.

NOTES & GENERAL NOTES

# POUND OR NUMBER

& AND

@ AT

% PERCENT

A.B. ANCHOR BOLT

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISHED FLOOR

N.F.A. NET FREE AREA

ALUM. ALUMINUM

APPROX. APPROXIMATE

A/C AIR CONDITIONING

BIT. BITUMINOUS

B.O. BY OWNER - BY OWNER SUPPLIED BY OWNER, INSTALLED BY

CONTRACTOR

BOT. BOTTOM

BSMT. BASEMENT

B/W BETWEEN

CAB. CABINET

CB CATCH BASIN

CJ CONTROL JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE OR CLOSET

CLG. CEILING

CLR. CLEAR

CMU CONCRETE MASONRY UNIT

COL. COLUMN

CONC. CONCRETE

CONT. CONTINUOUS

CTV CONTRACTOR TO VERIFY

D.A. DOOR ACTUATOR

DBL. DOUBLE

DEMO. DEMOLISH OR DEMOLITION

D.F. DRINKING FOUNTAIN

DIA. DIAMETER

DIM. DIMENSION

DIMS. DIMENSIONS

DN. DOWN

DR. DOOR

D.T. DRAIN TILE

DWG. DRAWING

EA. EACH

EJ EXPANSION JOINT

EL. ELEVATION

ELEC. ELECTRICAL

ELEV. ELEVATOR

EPDM. ETHYLENE PROPYLENE DIENE TERPOLYMER

EQ. EQUAL

EW EACH WAY

EXTG. EXISTING

EXP. EXPANSION

EXT. EXTERIOR

F.B. FACE BRICK

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER & CABINET

FIN. FINISH

FLR. FLOOR

FND. FOUNDATION

FO FACE OF

FTG. FOOTING

GA. GAUGE

GALV. GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN. GENERAL

GND. GROUND

GYPBD. GYPSUM WALL BOARD

HB HOSE BIB

HDR. HEADER

HORIZ. HORIZONTAL

HPDL HIGH PRESSURE DECORATIVE LAMINATE

HM HOLLOW METAL

HR. HOUR

INSUL. INSULATED OR INSULATION

ISO. ISOCYANURATE

INT. INTERIOR

INV. INVERT

JAN. JANITOR

JNT. JOINT

KD KNOCKDOWN

KIP KILOPOUND (1000 POUNDS)

LAV. LAVATORY

LL LIVE LOAD

LOC. LOCATION

LNDG. LANDING

MAINT. MAINTENANCE

MAX. MAXIMUM

M.E. MATCH EXISTING

MECH. MECHANICAL

MEZZ. MEZZANINE

MFGRS. MANUFACTURER'S

MIN. MINIMUM

MIR. MIRROR

MISC. MISCELLANEOUS

MO MASONRY OPENING

MTD. MOUNTED

MTL. METAL

NFA NET FREE AREA

N.I.C. NOT IN CONTRACT = (SUPPLIED BY OWNER INSTALLED BY OWNER)

NOM. NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OH. OVERHEAD

O.D. OVERHEAD DOOR

PJP PARTIAL JOINT PENETRATION

P.LAM. PLASTIC LAMINATE

PLF POUNDS PER LINEAL FOOT

PLT. PLATE

PLUMB. PLUMBING

PLYWD. PLYWOOD

PR PAIR

PREP. PREPARE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

P.T. PRESSURE TREATED

PVC POLYVINYL CHLORIDE

RAD. RADIUS

RD ROOF DRAIN

REBAR. REINFORCING BAR

REFRIG. REFRIGERATOR

REINF. REINFORCEMENT OR REINFORCE

REQD. REQUIRED

RM. ROOM

R.O. ROUGH OPENING

R.O.W. RIGHT OF WAY

SAN. SANITARY

SCHED. SCHEDULE

SF SQUARE FOOT

SHTHG. SHEATHING

SHWR. SHOWER

SIM. SIMILAR

SPEC. SPECIFIED OR SPECIFICATION

S.S. STAINLESS STEEL

STD. STANDARD

STL. STEEL

STOR. STORAGE

STRUCT. STRUCTURE OR STRUCTURAL

SUSP. SUSPENDED

T-HOLD THRESHOLD

TD TRENCH DRAIN

T/D TELEPHONE/DATA

T&G TONGUE AND GROOVE

TELE. TELEPHONE

THK. THICK, THICKNESS

THRU THROUGH

TLT. TOILET

T.O. TOP OF

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TP TOILET PAPER DISPENSER

TPO THERMOPLASTIC POLYOLEFIN

TYP. TYPICAL

UNO UNLESS NOTED OTHERWISE

UR. URINAL

VERT. VERTICAL

VEST. VESTIBULE

W/ WITH

W/O WITHOUT

WC. WATERCLOSET

WD. WOOD

WH. WATER HEATER

WPT. WORKING POINT

WT. WEIGHT

WWF WELDED WIRE FABRIC

A1.1

X X

100'-0"

FIN. FLOOR

REFER TO WINDOW SCHEDULE OR

ENLARGE WINDOW ELEVATION

REFER TO DOOR SCHEDULE

SECTION CALLOUT

INTERIOR ELEVATION

DETAIL BLOWUP

ROOM NAME

DETAIL NUMBER

SHEET NUMBER TO REFERENCE

FOR DETAIL BLOWUP

SECTION NUMBER

SHEET NUMBER TO REFERENCE

FOR SECTION

DOOR NUMBER

WINDOW TYPE NUMBER

ELEVATION NUMBER

SHEET NUMBER TO REFERENCE

FOR INTERIOR ELEVATION

A1.1

DETAIL CALLOUT

DETAIL NUMBER

SHEET NUMBER TO REFERENCE

FOR DETAIL

DRAWING SYMBOLS KEY

ROOM TAG/NAME

ROOM NAME

ROOM NUMBER

DOOR TAG

REFER TO ROOM SCHEDULE

WINDOW TAG

COLUMN GRID LINE

ELEVATION TAG

LOCATION REFERENCE

ELEVATION

KEY NOTE TAG

REFERENCE NUMBER

REFER TO KEY NOTE SCHEDULE

\\S

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Job No.

P ro je ct

T itl e

Dynamic Design Group, inc.

900 1st Ave. So., Ste. A

Escanaba, MI ph.: 906.786.3300 email: gen@ddgi-ddm.com www.ddgi-ddm.com

M..D y n a m ic D e s ig n

X S in c

E ng in ee rs

A rc hi te ct s

P ro je ct

M an ag er s

DESIGN GROUP, INC., ESCANABA, MI.

This document is not to be used, copied or reproduced without expressed written permission from Dynamic Design Group, inc.

24-4587

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2' -3

11" MIN.

" M

LATCH SIDE

OF DOOR.

DIMENSION TO

DOOR JAMB

9" -1

6" - 8"

TEXT 5/8"

TO 1"

SIGN SHALL CONFORM TO THE CURRENT CODE,

INCLUDING THE ACCESSIBILITY CODE'S ADOPTED BY THE

STATE IN WHICH THE PROJECT IS LOCATED. CODES SHALL

INCLUDE BUT NOT BE LIMITED TO, ICC A117.1 AND ADA.

1'-0"3'-6"

3'-4"

2' -1

0"3' -4

-6

6" 3'-0"

2' -1

2" M

. V

18"

16" MIN.

5'-0" CLR. OTHER FIXTURE NOT

ALLOWED IN THIS AREA

5'-0" CLR. OTHER FIXTURE NOT

ALLOWED IN THIS AREA

GB-18

GB-42

GB-36

5" 8"

TOILET PAPER DISPENSER (TP) MOUNTING LOCATION

GRAB BAR (GB) MOUNTING LOCATIONSGRAB BAR (GB) MOUNTING LOCATIONS

3' -4

" M

O W

D G

E O

F R

C E

MIRROR (MIR) MOUNTING DETAIL

MIR

2' -1

0" M

1'-3" MIN.

LAVITORY MOUNTING DETAIL

LAVATORY CLEAR SPACE DETAIL

NOTES:

· WATER CLOSET TYPE, FIXTURE TYPE AND ACCESSORIES

ARE SHOWN FOR REFERENCE ONLY. SEE RELATED

DRAWINGS AND/OR SPECIFICATIONS FOR SPECIFIED

WATER CLOSET, FIXTURES AND ACCESSORIES SCHEDULED

FOR INSTALLATION.

· 2X6 BLOCKING SHOWN IS TO BE INSTALLED ON WOOD AND

METAL STUD FRAMED WALLS ONLY. SEE PLANS FOR

SPECIFIC WALL TYPE SCHEDULED.

· GRAB BAR MOUNTING LOC. GB-18 & GB-42 REQUIRED ON

EA. SIDE OF TLT. IN AMBULATORY COMPARTMENTS)

PIPE PROTECTION

REQUIRED

3' -8

" M

T O

O R

T O

C H

E O

N A

G U

HAND DRYER MOUNTING DETAIL

Scale: NTS BARRIER FREE TYPICAL DETAILGB2 Scale: NTS

BARRIER FREE TYPICAL DETAILGB1 Scale: NTS

BARRIER FREE TYPICAL DETAILTP

Scale: NTS BARRIER FREE TYPICAL DETAILMIR Scale: NTS

BARRIER FREE TYPICAL DETAILLM Scale: NTS BARRIER FREE TYPICAL DETAILLCSScale: NTS

BARRIER FREE TYPICAL DETAILEHD

TLT. RM. ACCESSORY SCHEDULE

GB-42

MARK TYPE

42" GRAB BAR

REMARKS

GB-36 36" GRAB BAR

TP TOILET PAPER DISPENSER

WC WATER CLOSET

LAV WALL HUNG LAVATORY

NOTES:

1. MOUNT ALL ITEMS AT THEIR RECOMMENDED ADA

MOUNTING HEIGHTS. SEE TYPICAL MOUNTING HEIGHT

DETAIL ON THIS SHEET.

2. GRAB BAR DIAMETER SHALL BE 1 1/2" O.D. THE SPACE

BETWEEN THE WALL AND GRAB BAR SHALL BE 1 1/2".

UR WALL HUNG URINAL

MIR 36H" x 18W" MIRROR, MIN. SIZE

EHD ELECTRIC HAND DRYER SEE ELEC. DWGS

SEE PLUMB. DWGS

GB-18 18" GRAB BAR

Scale: NTS

SIGNAGE DETAILSI

" M

13 1/2"

MIN.

15" CLR.15" CLR.

URINAL (UR) MOUNTING DETAIL

Scale: NTS

BARRIER FREE TYPICAL DETAILUR

SECTION

ELEVATION

BABY CHANGING DETAIL (SURFACE MOUNTING UNIT)

Scale: NTS

BABY CHANGING STATION DET.BCS

MFGR.: KOALA KARE

MODEL NO.: KB300-01

FINISH: STAINLESS STEEL

MOUNTING: SURFACE MOUNTING - HORIZONTAL

ACCESSORIES: PROVIDE BAG HOOK

LEVER ON ACCESSIBLE SIDE

EHD

CENTER OVER PLUMBING

FIXTURE UNLESS

OTHERWISE NOTED

SANITARY NAPKIN DISPENSER (SND) MOUNTING LOCATION

3" CLEAR WITH

LID OPEN

Scale: NTS

BARRIER FREE TYPICAL DETAILSND

SND

" M

R O

N T

H (S

N S)

DIMENSION TO SOAP

DISCHARGE POINT

AUTOMATIC SOAP DISPENSER

Scale: NTS

BARRIER FREE TYPICAL DETAILASD

ASD

VERIFY LOCATION WITH

INTERIOR ELEVATIONS

LAV

SND SAN. NAPKIN DISPENSER

ASD AUTOMATIC SOAP DISPENSER

CMU

2' -1

0" M

U M

4' -0

" M

2' -3

" M

BCS BABY CHANGING STATION

BCS

SIDE VIEW

END VIEW PLATE WASHER

WORK SURFACE BRACKET

MFGR.: HAFELE OR APPROVED EQUAL

ITEM NO.: 287.45.468 (480MM x 80MM x 180MM)

FINISH: SHOP GRAY. FIELD SPRAY COLOR

TO MATCH WALL COLOR.

4 1/2"

8" 1/2" DIA. C.T.V.

MATCH BRACKET

2x4 LEDGER

WORK SURFACE BRACKET

(TYP. 4 LOCS.)

G0.3

SIDESPLASH (TYP. EA. END)

SOLID SURFACE COUNTER

TOP, BACKSPLASH AND

SIDESPLASHES

Scale: 3/4"=1'-0"

ADA SHOWER DETAILSH2

1' -6

" T O

T O

P O

GB-18

GB-48

2' -1

0" T

O T

O P

O F

G R

5" TYP

ADA SEAT

CONTROLS AND HAND

SHOWER LOCATION

1'-4" MINIMUM

2'-3" MAXIMUM

3' -2

" M

4' -0

" M

2-1/2" MAX

2' -1

0" T

O T

O P

O F

G R

5" TYP 5" TYP

SIDE WALLBACK WALL

ELEVATION VIEW

2' -1

2" 2'

-3

/2 " M

BATHROOM SINKPENNINGTONK-2196-4

1'-9"

1'-8" SIDE SPLASH

1/2" x 4" SOLID SURFACE BACKSPLASH

(2) 1/2" PIECES EXTERIOR GRADE PLYWD.

SCREWED AND ADHERED TOGETHER

2x4 LEDGER, PAINTED

7/16" C.T.V. GALV. THRU BOLTS, WITH

WASHERS AND LOCK NUT. TRIM BOLTS

AT NUT FACE AND GRIND SMOOTH.

1/4" PLATE WASHER. PAINT BOTH SIDES.

WORK SURFACE BRACKET

1/2" SOLID SURFACE

SKIRT

2x4

2x4 (FLAT) AT EA.

WORK SURFACE

BRACKET LOC.

1/2" SOLID SURFACE

"CORIAN" OR APPROVED

EQUAL, TOP AND SKIRT

SIDE VIEW

WORK SURFACE BRACKET

MFGR.: HAFELE OR APPROVED EQUAL

ITEM NO.: 287.45.468 (480MM x 80MM x 180MM)

FINISH: SHOP GRAY. FIELD SPRAY COLOR

TO MATCH WALL COLOR.

G0.3

PIPE PROTECTION

WALL BASE

Scale: 3/4"=1'-0"

ADA SHOWER DETAILSH1

SID

E W

ALL

SID

E W

ALL

SEAT WALL

BACK WALL

PLAN VIEW

2" M

1 1/2" MAX

3" MAX

5"5"

3'-0"

1' -4

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Checked By

Job No.

P ro je ct

T itl e

Dynamic Design Group, inc.

900 1st Ave. So., Ste. A

Escanaba, MI ph.: 906.786.3300 email: gen@ddgi-ddm.com www.ddgi-ddm.com

M..D y n a m ic D e s ig n

X S in c

E ng in hi te ct s

P ro je ct

M an ag er s

DESIGN GROUP, INC., ESCANABA, MI.

This document is not to be used, copied or reproduced without expressed written permission from Dynamic Design Group, inc.

24-4587

06-02-2025

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Scale: 1/2"=1'-0"

VANITY TOP PLAN1

Scale: 1 1/2"=1'-0" PLATE WASHER2Scale: 1 1/2"=1'-0"

SUPPORT BRACKET3

Scale: 1 1/2"=1'-0"

VANITY TOP SECTION4

SH2

G0.3

SH2

G0.3

SCALE: 1"=40'

32.08 ACRES

Section 24 T.39N., R.23W.

Part of SE1/4 of NE1/4 of

EPEP

EPEPEPEPEP

SANITARY

DUMP

STATION

ASPHALT DRIVE

A S

LT D

GRAVEL/TOPSOIL ROAD

HYD

EAST 1/4 CORNER

SEC. 24 T.39.,R.23W.

FENCE 1.2' INTO

THE RIGHT OF WAY

OF N. 23RD ST.

FENCE 1.2' INTO

THE RIGHT OF WAY

OF N. 23RD ST.

0°

'3 5"

12TH AVE. NORTH

( 80' R/W )

BEARINGS RELATIVE TO

PLAT OF ESCANABA

INDUSTRIAL PARK NO. 1

AS REC'D IN LIBER C

OF PLATS PG 60 & 61

N O

R T

D S

T R

E E

' R

EAST LINE

SE1/4 OF NE1/4

WEST R/W LINE

(3) ELECTRICAL

DISCONNECT

SWITCH'S

HYD

6" WM

8" SAN

6" W M

8" SAN

6" WM

10" WM

10" W M

10" WM

8" S

6" W M

8" STM

WEST R/W LINE EAST R/W LINE

0.3'

MAPLE

0.3'

MAPLE

0.3'

MAPLE

1.5' RP

1.5' JP

1.5' JP 1.8' WP

1.1' JP 1.5' JP

1.5' RP

1.7' RP

2.0' WP

2.3' WP

2.0' WP

1.3' RP

1.6' RP

1.1' JP1.7' WP

1.8' WP

2.0' WP

1.3' WP 2.2' WP

3.0' WP

1.4' RP

1.3' RP

2.5' WP

2.0' RP

1.0' JP

1.4' RP 1.7' RP

1.3' RP

1.4' JP

2.1' WP

STUMP

2.8' WP

1.4' WP

1.5' WP

1.8' WP

1.5' RP 1.3' RP

1.9' RP

2.8' WP

1.1' JP

BENCHMARK #1 NAIL

IN EAST SIDE POWER

POLE ELEV. 623.00

BENCH MARK DATA

BENCHMARK #1 NAIL IN

EAST SIDE POWER POLE

ELEV.=623.00' (NGVD29)

SURVEY NOTES:

1. OVERHEAD/UNDERGROUND UTILITIES SERIVICING SUBJECT PROPERTY ARE AS SHOWN.

NOTE: THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. BEFORE

ANY CONSTRUCTION OCCURS, CONTACT MISS DIG FOR THE

ON-SITE STAKING OF ALL UTILITIES (800) 482-7171.

2. ELEVATIONS ARE IN NGVD 29 DATUM.

3. HORIZONTAL COORDINATES ARE ASSUMED (LOCAL SITE).

4. CONTOUR INTERVAL IS 1.0'.

INDICATES A SIGN

DATE OF MAPPING

JOB NUMBER

DATE OF SURVEY

SURVEY FOR

L A N D S U R V E Y O R S, P. C.

SUBJECT

T INDICATES A TELEPHONE JUNCTION BOX

INDICATES A LIGHT / POLE

INDICATES A WATERMAIN

UNDERGROUND GAS LINE

INDICATES A WATER VAVLE

INDICATES A CATCH BASIN

INDICATES A HYDRANT

INDICATES A UTILITY POLE

UNDERGROUND POWER

INDICATES PROPERTY SETBACKS

UNDERGROUND TELEPHONE

OVERHEAD POWER / CABLE

SANITARY SEWER LINE

INDICATES A MAN HOLE

INDICATES CONCRETE SURFACE

INDICATES UNDERGROUND FIBER LINE

INDICATES A SOIL TEST PIT

GUY WIRE

STORM LINE

HYD

IRON MONUMENTS FOUND

IRON MONUMENTS SET

INDICATES A ELECTRICAL TRANSFORMERE

Escanaba, Michigan 49829 Phone (906)786-1755, 1410 Ludington Street

24392-24J FAIRGROUNDS TOPO

DYNAMIC DESIGN

DECEMBER 19, 2024

TOPOGRAPHIC SURVEY

DECEMBER 30, 2024

Fax 786-6487

LEGEND

INDICATES A LINE NOT DRAWN TO SCALE

INDICATES HOSE BIB CONNECTION

INDICATES A ELECTRICAL PEDESTALEP

INDICATES CHAINLINK FENCE

REFERENCE BENCHMARK C&GS MONUMENT C205 - ELEVATION = 606.65' (NGVD 29 DATUM)

ELECTRICAL

DISCONNECT SWITCH

MHMH

8" INV 615.10

8" INV 614.50

18" SAN APPROX

ASPHALT DRIVE

A S

D R

ASPHALT DRIVE

GRAVEL DRIVE

\\S

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Date

Drawn By

Checked By

Job No.

P ro je ct

T itl e

Dynamic Design Group, inc.

900 1st Ave. So., Ste. A

Escanaba, MI ph.: 906.786.3300 email: gen@ddgi-ddm.com www.ddgi-ddm.com

M..D y n a m ic D e s ig n

X S in c

E ng in hi te ct s

P ro je ct

M an ag er s

DESIGN GROUP, INC., ESCANABA, MI.

This document is not to be used, copied or reproduced without expressed written permission from Dynamic Design Group, inc.

24-4587

06-02-2025

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Scale: 1"=70' (DOES NOT MATCH SURVEY SCALE)

SURVEY1 PLAN

NORTH

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text Delta County, Michigan

AutoCAD SHX Text City of Escanaba

AutoCAD SHX Text Topographic Survey

AutoCAD SHX Text

WATER VAVLE

AutoCAD SHX Text

GRAVEL/TOPSOIL ROAD

AutoCAD SHX Text

ASPHALT SIDEWALK

AutoCAD SHX Text

1 1/4" HDPE WATER

AutoCAD SHX Text

1 1/2" PVC WATER

SUPPORT POST EMBEDDED 20"

NOTE: A 8'-0" POST SPACING

ALLOWED IF A WOVEN GEOTEXTILE

FABRIC IS USED.

3'-0"MAX.

2' -0

GEOTEXTILE FABRIC ONLY

BACKFILL & COMPACT TRENCH WITH

EXCAVATED SOIL

NOTE: ADDITIONAL POST DEPTH OR TIE

BACKS MAY BE REQUIRED IN

UNSTABLE SOILS

FLOW DIRECTION

NOTE: TRENCH SHALL BE A MIN. OF 4"

WIDE & 6" DEEP TO BURY & ANCHOR

THE GEOTEXTILE FABRIC, FOLD

MATERIAL TO FIT TRENCH & BACKFILL

& COMPACT TRENCH WITH

EXCAVATED SOIL.

UPSLOPE SIDE DOWNSLOPE SIDE

SECTION A-A

WOOD OR STEEL

SUPPORT POSTS AS

SPECIFIED IN NR 1056

GEOTEXTILE FABRIC. ATTACH IN

AT LEAST 3 PLACES ON UPSLOPE

SIDE.

SUPPORT

CORD

FLOW

FOLD

FABRIC 3"

MAX.

1' -3

21 4"

ASPHALT DRIVE

D R

GRAVEL DRIVE

D R

ASPHALT DRIVE

GRAVEL/TOPSOIL ROAD

BUILDING #3

RUTH BUTLER BUILDING

BUILDING #4

BUILDING #5

BUILDING

MATERIAL STAGE,

MATERIAL STOCKPILE,

AND CONTRACTOR AND

EMPLOYEES OF

CONTRACTOR PARKING

ADDITIONAL SPACE

IF NEEDED

CONSTRUCTION EQUIPMENT

AND CONTRACTOR SITE ACCESS

PROVIDE TEMPORARY CHAIN LINK

FENCE AROUND CONSTRUCTION AND

STAGING/STOCKPILING/PARKING LOCATIONS.

FINAL SIZE BY CONTRACTOR

14TH AVENUE NORTH

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Date

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Checked By

Job No.

P ro je ct

T itl e

Dynamic Design Group, inc.

900 1st Ave. So., Ste. A

Escanaba, MI ph.: 906.786.3300 email: gen@ddgi-ddm.com www.ddgi-ddm.com

M..D y n a m ic D e s ig n

X S in c

E ng in hi te ct s

P ro je ct

M an ag er s

DESIGN GROUP, INC., ESCANABA, MI.

This document is not to be used, copied or reproduced without expressed written permission from Dynamic Design Group, inc.

24-4587

06-02-2025

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DSB

EROSION CONTROL NOTES

1. DESIGN CRITERIA, STANDARDS AND SPECIFICATIONS FOR CONTROL MEASURES SHALL COMPLY WITH THE DEPARTMENT OF NATURAL RESOURCE'S CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL "TECHNICAL STANDARDS" AND THE

REQUIREMENTS SET BY FEDERAL, STATE, AND LOCAL AUTHORITIES.

2. THE SITE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION CONTROL ELEMENTS IN ACCORDANCE WITH ALL

GOVERNING AUTHORITY'S REGULATIONS.

3. CONTRACTOR IS RESPONSIBLE FOR PERFORMING STANDARD MEASURES FOR SOIL EROSION AND SEDIMENT CONTROL AS REQUIRED BY CODE AND LOCAL ORDINANCES PRIOR TO PERFORMING ANY EXCAVATION. SECURE ANY STOCK PILES TO

PREVENT SEDIMENT RUN OFF.

4. ALL ACTIVITIES ON THE SITE SHALL BE CONDUCTED IN A LOGICAL SEQUENCE TO MINIMIZE THE AREA OF SOIL EXPOSED AT ONE TIME. THIS SHALL INCLUDE THE PLANTING OF VEGETATION WITHIN 7 DAYS OF LAND DISTURBANCE.

5. ALL EROSION CONTROL ELEMENTS SHALL REMAIN IN PLACE UNTlL A SUFFICIENT GROWTH OF GRASS IS ESTABLISHED IN ALL

GENERAL LANDSCAPED AREAS, AND THEN REMOVED BY THE SITE CONTRACTOR.

6. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES WEEKLY AND WITHIN 24 HOURS AFTER ANY RAINFALL OF 0.5" OR MORE AND MAKE REQUIRED REPAIRS. IF STRAW BALES ARE USED AS CONTROL MEASURES, THEY SHALL BE REPLACED NOT LESS THAN EVERY 90 DAYS OR MORE FREQUENTLY IF DETERMINED TO BE NON-EFFECTIVE BY THE LOCAL

AUTHORITY.

7. SILT FENCES IN COMPLIANCE WITH CODE REQUIREMENTS SHALL BE PLACED AT 35 FOOT INTERVALS ALONG ALL SIDE SLOPE AND DOWN SLOPE AREAS OF THE SITE PRIOR TO DISTURBING THE UP SLOPE AREA ON THE SITE.

8. ANY SOIL STOCKPILES WHICH ARE LEFT INACTIVE MORE THAN 7 DAYS MUST BE PROTECTED BY SEEDING & MULCHING, EROSION MAT, SILT FENCING, COVERING OR OTHER APPROVED METHODS. THE CONTRACTOR WILL BE RESPONSIBLE FOR PLACEMENT LOCATION OF TEMPORARY STOCKPILES AND MUST IMPLEMENT ONE OF THE APPROVED METHODS TO PREVENT

ANY EROSION.

9. DISTURBED GROUND OUTSIDE OF THE EVERYDAY CONSTRUCTION AREA, INCLUDlNG SOIL STOCKPlLES LEFT INACTIVE FOR MORE THAN 10 DAYS, SHALL AT A MINIMUM BE TEMPORARILY STABILIZED BY SEEDING/MULCHING OR OTHER METHODS

APPROVED BY THE LOCAL... GOVERNING AUTHORITY'S EROSION CONTROL INSPECTOR

10. ALL OFF SITE SEDIMENT DEPOSITS OCCURRING AS A RESULT OF CONSTRUCTION WORK OR A STORM EVENT SHALL BE

CLEANED UP BY THE END OF EACH DAY. FLUSHING SHALL NOT BE ALLOWED.

11. ALL SEDIMENT DEPOSITS OCCURRING AS A RESULT OF CONSTRUCTION ACTIVITIES, INCLUDING SOIL TRACKED BY CONSTRUCTION TRAFFIC ONTO ADJACENT STREETS, SHALL BE REMOVED BY USE OF MECHANICAL OR MANUAL SWEEPING OPERATIONS (NOT FLUSHING), BY THE END OF EACH WORK DAY. EXCESSIVE AMOUNTS OF SEDIMENT OR OTHER DEBRIS

TRACKED ONTO ADJACENT STREETS SHALL BE CLEANED IMMEDIATELY.

12. ALL SEDIMENT LADEN WATER PUMPED FROM THE SITE SHALL BE TREATED BY A TEMPORARY SEDIMENT BASIN OR BE FILTERED BY OTHER APPROVED MEANS. WATER SHALL NOT BE DISCHARGED IN A MANNER THAT CAUSES EROSION OF THE

SITE OR RECEIVING CHANNELS.

13. STORM INLET PROTECTION BARRIERS SHOULD BE IN COMPLIANCE WITH CODE REQUIREMENTS. APPROVED INLET PROTECTION SHALL BE INSTALLED ONCE THE DRAIN, DROP, OR CURB INLET CAN RECEIVE RUNOFF. THE DEVICE SHALL

REMAIN IN PLACE AND BE MAINTAINED UNTIL THE DISTURBED AREA IS STABILIZED.

14. ANY WASTE AND MATERIAL DISPOSAL SHALL BE PROPERLY DISPOSED OF AND NOT ALLOWED TO RUN INTO RECEIVING WATER

OR STORM SEWER SYSTEM.

15. EROSION CONTROL DEVICES DESTROYED AS A RESULT OF CONSTRUCTION ACTIVITIES SHALL BE REPLACED BY THE END OF

THE WORK DAY.

16. THE CONTRACTOR SHALL WATER UNTIL THE SURFACE IS WET & REPEAT AS NEEDED TO LIMIT AIRBORNE DUST ON THE SITE.

WATER SHALL BE APPLIED AT LIMITED RATES SO THAT RUNOFF DOES NOT OCCUR.

17. TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED AFTER STABILIZATION OF DISTURBED SOIL (70% PERENNIAL

VEGETATION COVER) HAS OCCURRED.

18. DITCHES SHALL BE TOPSOILED, SEEDED, FERTILIZED AND MULCHED.

Scale: 1"=1'-0" SILT FENCE DETAILSFD Scale: 1"=40'

SITE LOGISTICS PLAN1

PLAN

NORTH

DUMP

SANITARY

STATION

6" WATER MAIN

8" SANITARY

12TH AVE NORTH

10" WATER MAIN

FENCE 1.2' INTO

THE ROW OF NORTH

23RD STREET

FENCE 1.2' INTO THE

R.O.W. OF NORTH

23RD STREET

1-1/4" HDPE WATER

8" STORM

6" WATER MAIN

10" WATER MAIN

10" WATER

MAIN

(3) ELECTRICAL

DISCONNECT

SWITCHES

1-1/2"

PVC

WATER

6" WATER MAIN

G R

/T O

D R

STORM MANHOLE

RIM EL 620.62'

PIPE INV EL 614.2'

STORM MANHOLE

RIM EL 620.83'

PIPE INV EL 612.57'

SANITARY MANHOLE, S10107

RIM EL 619.697'

NE PIPE INV EL 615.55' (4" PVC)

W PIPE INV EL 614.52 (8" VCP)

E PIPE INV EL 614.44' (8"VCP)

4" SANITARY

ASPHALT DRIVE

GRAVEL DRIVE

ASPHALT DRIVE

D R

GRAVEL DRIVE

D R

ASPHALT DRIVE

18" SANITARY

SANITARY MANHOLE S10106

RIM EL 620.859'

N PIPE INV EL 615.40' (6" RCP)

S PIPE INV EL 615.30' (4" PVC)

SW PIPE INV EL 614.98' (8" VCP)

NE PIPE INV EL 614.92' (8" VCP)

ELECTRICAL

DISCONNECT

SWITCH

APPROXIMATE

LOCATION OF

GAS LINE

APPROXIMATE

LOCATION OF

GAS LINE

APPROXIMATE

LOCATION OF

GAS LINES

APPROXIMATE

LOCATIONS OF

TELEPHONE LINES

APPROXIMATE

LOCATION OF

TELEPHONE LINE

SANITARY MANHOLE S10099

RIM EL 621.999'

NE PIPE INV EL 617.32' (8" PVC)

SW PIPE INV EL 615.5' (8" PVC)

W PIPE INV EL 614.14' (18" RCP)

E PIPE INV EL 614.02' (18" RCP)

EPEP

EPEPEPEPEP

N O

D S

DEMO:

REMOVE FENCE

AS REQUIRED FOR

NEW BUILDING

DEMO:

CUT OUT ASPHALT AS

REQUIRED FOR THE NEW

BUILDING. CONTRACTOR TO

VERIFY. SLOPE NEW

CONCRETE OR GRASS OUT

TO MEET EXISTING ASPHALT

ASPHALT DRIVE

GRAVEL/TOPSOIL ROAD

ASPHALT DRIVE

GRAVEL/TOPSOIL ROAD

BENCHMARK #1

NAIL IN EAST SIDE

OF UTILITY POLE

ELEV = 623'

BUILDING #3

RUTH BUTLER BUILDING

BUILDING #4

BUILDING #5

BUILDING

40.93' C.T.V.

38.95' C.T.V.

2" SANITARY

UNUSED LATERALS

CONCRETE PLUG

DEMO:

CUT OUT ASPHALT AS

REQUIRED FOR THE NEW

SANITARY SERVICE.

DEMO:

CUT OUT ASPHALT AS

REQUIRED FOR THE

NEW SANITARY SERVICE.

APPROXIMATE

LOCATIONS OF

TELEPHONE LINES

75.63' C.T.V.

46.87' C.T.V.

ASPHALT DRIVE

GRAVEL DRIVE

ASPHALT DRIVE

D R

GRAVEL DRIVE

D R

ASPHALT DRIVE

GRAVEL/TOPSOIL ROAD

ASPHALT DRIVE

GRAVEL/TOPSOIL ROAD

BENCHMARK #1

NAIL IN EAST SIDE

OF UTILITY POLE

ELEV = 623'

BUILDING #3

RUTH BUTLER BUILDING

BUILDING #4

BUILDING #5

BUILDING

CIVIL KEY - EXISTING

EXISTING UNDERGROUND STORM

EXISTING UNDERGROUND WATER

EXISTING UNDERGROUND GAS

EXISTING UNDERGROUND SANITARY

EXISTING UNDERGROUND POWER

UTILITY POLE

WATER VALVE

STORM CATCH BASIN

FIRE HYDRANT

SANITARY MANHOLE

STORM DRYWELL

ELECTRIC PEDESTALEP

LIGHT POLE

TREES

HOSE BIB CONNECTION

TELEPHONE PEDESTALT

EXISTING OVERHEAD TELEPHONE

EXISTING OVERHEAD POWER

UTILITY POLE WITH A LIGHT

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Date

Drawn By

Checked By

Job No.

P ro je ct

T itl e

Dynamic Design Group, inc.

900 1st Ave. So., Ste. A

Escanaba, MI ph.: 906.786.3300 email: gen@ddgi-ddm.com www.ddgi-ddm.com

M..D y n a m ic D e s ig n

X S in c

E ng in hi te ct s

P ro je ct

M an ag er s

DESIGN GROUP, INC., ESCANABA, MI.

This document is not to be used, copied or reproduced without expressed written permission from Dynamic Design Group, inc.

24-4587

06-02-2025

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Scale: 1"=50' EXISTING SITE/UTILITY/DEMO PLAN1Scale: 1"=50'

EXISTING GRADES/CONTOURS PLAN2

100.00'

LEGEND

= EXISTING GRADE

= PROPOSED GRADE

NOTES:

1. EXISTING GRADE/CONTOUR INFORMATION PRESENTED IN THESE PLANS IS BASED

UPON INFORMATION PROVIDED BY DAVIS WANIC LAND SURVEYORS OF ESCANABA, MI.

CONTRACTOR SHALL CONFIRM ALL INFORMATION. ANY DISCREPANCIES SHALL BE

REPORTED TO THE ENGINEER AND THE SURVEYOR.

2. CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS DIG" PRIOR TO PERFORMING

ANY EXCAVATION.

C1.2

MJB

DSB

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PLAN

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AutoCAD SHX Text 623.002

AutoCAD SHX Text 620.983

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AutoCAD SHX Text 620.797

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AutoCAD SHX Text 620.946

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AutoCAD SHX Text 625.033

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AutoCAD SHX Text 620.969

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AutoCAD SHX Text 621.448

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AutoCAD SHX Text 620.518

AutoCAD SHX Text 621.045

AutoCAD SHX Text 621.970

AutoCAD SHX Text 623.515

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AutoCAD SHX Text 622.882

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AutoCAD SHX Text 622.595

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AutoCAD SHX Text 622.052

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AutoCAD SHX Text 620.953

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AutoCAD SHX Text 621.553

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AutoCAD SHX Text 620.855

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AutoCAD SHX Text 621.627

AutoCAD SHX Text 620.898

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AutoCAD SHX Text 621.384

AutoCAD SHX Text 620.993

AutoCAD SHX Text 621.551

AutoCAD SHX Text 621.267

AutoCAD SHX Text 621.205

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AutoCAD SHX Text 620.926

AutoCAD SHX Text 620.582

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AutoCAD SHX Text 620.676

AutoCAD SHX Text 621.245

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AutoCAD SHX Text 620.508

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AutoCAD SHX Text 620.363

AutoCAD SHX Text 620.746

AutoCAD SHX Text 621.151

AutoCAD SHX Text 620.796

AutoCAD SHX Text 620.930

AutoCAD SHX Text 620.884

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AutoCAD SHX Text 620.944

AutoCAD SHX Text 621.063

AutoCAD SHX Text 621.195

AutoCAD SHX Text 621.439

AutoCAD SHX Text 621.523

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AutoCAD SHX Text 621.570

AutoCAD SHX Text 621.679

AutoCAD SHX Text 622.089

AutoCAD SHX Text 621.650

AutoCAD SHX Text 621.582

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AutoCAD SHX Text 621.067

AutoCAD SHX Text 620.960

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AutoCAD SHX Text 620.553

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AutoCAD SHX Text 620.540

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AutoCAD SHX Text 621.605

AutoCAD SHX Text 621.688

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AutoCAD SHX Text 621.641

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AutoCAD SHX…

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